Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 34
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . SOLUTION METHODOLOGY The transverse response is obtained in closed form by superposition of the modal solution for each of the Fourier terms in ...
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . SOLUTION METHODOLOGY The transverse response is obtained in closed form by superposition of the modal solution for each of the Fourier terms in ...
Page 65
... obtained σ H ' when A = 9/2 , in which case yielding will start simultaneously at the compression and the tension faces , see also Ref./6/ , and the design criterion reduces to : 108 = √ƒ , - 30234 ( 7 ) = The shakedown stress ...
... obtained σ H ' when A = 9/2 , in which case yielding will start simultaneously at the compression and the tension faces , see also Ref./6/ , and the design criterion reduces to : 108 = √ƒ , - 30234 ( 7 ) = The shakedown stress ...
Page 123
... obtained by rotating of a slipping plane , appeared in the conditions of static loading , with the angle tangent of which is ratio : seismic acceleration and acceleration of gravitational force . This approach became a basic method of ...
... obtained by rotating of a slipping plane , appeared in the conditions of static loading , with the angle tangent of which is ratio : seismic acceleration and acceleration of gravitational force . This approach became a basic method of ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone